Midwestern Engineers, Inc. Plan Preview

EX. VENT PIPE m (][ � e:::::=3 EX. VENT PIPE I _J PROP 8" SCH 40 PVC VENT PIPE. SLEEVE w/ INTEGRAL WATERSTOP AND LINK-SEAL TISLAB $ ELEV. 395.50' .I • • • • •• .. : • s { . ' • .I • , • . , .. •• · · s; · - ·_ . ·' •r, · : . • , ...... ';-�.�j•,.. ·• . ,... ,·�:,�· .:i. ,"·:,-.,- · "'!'". !. !' f•,. U. ---_.....��· - TIPROP. WALL • • • :!'• • • • . . . ' . . . . '• i . '• �. . . �.. t • ·,:;·, .. • .� .. . , • I ' ,. .. . • • . . . ; : . , ·- · ......;._; , · . . · •.. ..· ·• . ' ·:. :·; .::· 1.: · · 4 • � ;··:' 1 " ,: • .. ·: . • · . . ·J·· · • · . { ;, 1- -------14 " T. CONC. SLAB .1 • · :· '/-' ; . ·.� ••_:�.' ·-.'� ��.•..,,.. ;,..�••r-..� ·-1 ::.._ ·_.;······..;...· t : SEE REINFORCEMENT ....i;. . .. � . . " . / ,.11 DETAIL, THIS SHEET • J.: t. t·,� l TYPE B WATERSTOP_........... :�.-T•.l "' ELEV. 392.50' , . .> f- -------------;;;:;;::;;--;;:;;-::::::-::--1·.,,._·...1eJ_:. · "':)1' �-------------------------l·_· _-=�-_j� -�:��F�·g;.1 ' $ iN��� g �:: , HOLE _' - - � � · 1 INV. 392 33' ' I • • , 1 $ C/L PJPE � 390 00· V ' • . ' .. ' '· . ' l' ... • . 1 · .i ./ J - :: ,. ;/ ·,------12"T. CONC. WALL , , / l · :� . - ·;: SEE REINFORCEMENT � ;�; 6 � E ii! • ., [°'' � ;�; 6 � E ii! i.· DETAIL, THIS SHEET "' , .. : •· ··. t $ C/L PIP E � , T/EX. WALL � C/L PIPE iil'J V 389 00· $ C/L PIPE ill\ 389 00' U . . . 1-------� .,.. .Jl 389.oo · V ;�. �---�.- J' .. ELEV. 388. 33' . . . $ JL PIPE ill\ ., . ill\ CIL PIPl ii! CJ' 387.08' T/FTR. �87.08' � �---�- •·. . - ' .. • � ,i ., " . . , . . I -,._- � $CIL PIPE - · C 1'-0" , 387.08' r J .. • '... . ,.• ..., ..-� · .., ..".:·.: " · .,/.,. < ; < ·-.' "."-i'::.'. ..-:,�)'-:t· " "' ELEV. 386.50' !]I I c J I ll!J . • �. _L'. ·.. ·1" : ' .. ·�0 _.; · .1 . . :_ .,:,• ;·-� . 'I . _,, .•( ;-� �- . . ,.J. •• :: · ;._;.:· • ·1 . ;·,·. J ____T/FTR./WALL ELEV. 386.50' 0 ., . . • • ' • - " - - '$ • ;·, •• ,"" •• • • ·1 • • J •• •. • .. ,• Jo L' �·----:•, , •, , �i, L , . J ..., • • • , • , • • • • .. .. • • • .1' .J • ' . .. . . < , � ' • ' • •·• I • • J. i . . . • • "' 4 '. • • f I L TYPE B WATERSTOP- PROP. 8"SCH 40 PVC VENT PIPE SLEEVE w/ INTEGRAL WATERSTOP AND LINK-SEAL ) ( , . ' • ... ... .I • • • { . " ,. ' .. . ... m ��.,r .• ¥ ' . . ..-.,, ... : .. .,·� • ,i . .t' •••• ! . 1:.1 • • • • • I ; , . . .s.� �· .. � . . ' · ,/' } ... .,•, . SECTION SCALE: 3/8" - 1 '-0" .,. , . , ' - " :· .�:·. . . ·.'�:': - ;;;· :.• .... ···�.·:.. . : . . - � · .. ·:\·�;-'.'·,·:,,;:�= ..... . ., - .·.�:.:-. T.: - _ _. ··-- . . �-··, . . ��u��!::.JA J�;:;-.J,A&L/\�/\� 1 ' ��,Aff;J,Aff;J�d!)�1....; 8"WELL COMPACTED L-14 T. CONG. SLAB L-1Q'' T.CONC WALL �TYPE A WATERSTOP CRUSHED STONE BASE SEE REINFORCEMENT SEE REINFORCEMENT DETAIL, THIS SHEET DETAIL, THIS SHEET EX VENT PIPE / EXTEND SHEAR GATE LIFT RODS THRU CONCRETE SLAB (TYP.) SEE LIFT ROD LOCKING DETAIL, THIS SHEET -' EX VENT PIPE ,_,. ' T/SLAB $ ELEV. 395.50' . '·.....�-<-�-; . . ":'/' ·" � � ·• .• :.-, •.: .:i-• . � .,_ '· T/SLAB ELEV. 395.50' iil'J . . 14" T. CONC. SLAB SEE REINFORCEMENT DETAIL, THIS SHEET SHEAR GATE- ]\ , $ PROP. 8"0 0.1 OVERFLOW INV. 392.33' ;.·. I\ T/PROP. WALL • ELEV. 392.50' ' . j • 12" T.CONG. WALL----- ---" SEE REINFORCEMENT D�TAIL. THI$ SHE!:T SHEAR-l":lf-----1j· �� 'lll' ;· �·q·ll-$ C l� L £ P � I P j E �- • . T/FTR GATE � �� 390.00' � .-,.,, 'D5, 'i-�) C/L PIPE . l•'-!--j: 389 00' ' T/EX. WALL , ELEV. 388 33' TIFTR. ELEV. 386.50' ' �-- ..· ELEV. 386.50' 0 12" 20"1 Jsr 8" PWA?b �,I).R;_ RJ:JxbJ�U_ALU ,, 5 :;J} ... f's:'q__ O AJP,Aff;),Aff;)��A \ TYPE A WATERSTOP 1 PROP 8'" SCH 40 PVC VENT PIPE SLEEVE w/ INTEGRAL WATERSTOP AND LINK-SEAL I 10"T. CONC. WALL SEE REINFORCEMENT DETAIL, THIS SHEET - L-14" T. CONC SLAB SEE REINFORCEMENT DETAIL, THIS SHEET No. 5 VERT. DOWEL BARS SEE TYPICAL DOWEL DETAIL, @5" o.c. (TYP.) THIS SHEET 8" WELL COMPACTED CRUSHED STONE BASE rn (� !:::==::!t=::I \_6" T. CONC. WALL SEE REINFORCEMENT DETAIL, THIS SHEET SECTION SCALE: 3/8" - 1 "-0" . , ' L . 6"T. CONG. WALL SEE REINFORCEMENT DETAIL, THIS SHEET No. 5 DOWELSx 2'-0"LONG@1O"o.c \ 14"T. co NC. SLAB----- "ai ;: .,.;::;::;p·g:;;::;;:::::;:;:,;;:- ·;::;;Z:• :;:;::i::;;::::;;;:;::;;,;::;:;�- ::::;;;;:;:,:;;::;:;;;:;;:;,:-;:;:;;:;;�i?T-:S'�- ---.- -, £.-;tt-::;-�--· --:--,,---,. --,;:I,t5===;;:E:r-· -t5;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:E::i:-,. - . :p===;;;E::i:-�-:----:· �- :-,;-:-;,--;, ;---;--tt--:----;-::1 I - --�,=\7:1'°'.- ' � . 1 • · .,,- .. • .f . • .. , w/ No.6 BARS@ -,.•f··, 0 .• :·.-'·�-,.1; ··-· .- . ··' ,•·, .··.:.:·.. ·. ·t \..-<·�..�.-· .. ··!;_.:• . ..�.:, • • • ,'.f • J •, .. ,• ••• ·.{ .. ·.,. • .• �· • 5"o.c.e.w.t.&b. · , � , · ··.. : Y · - ".j' •• .,_-_"<· •. -·: • · .• .._ •• . 1 - . -' • ,! '\ .· 1.. � , • � • ' .� • • .1, ., .. • · . ' ,• . . . � . . • • •. • s ( • : • - ,. ., • ' ,. ' 033000 - CAST-IN-PLACE·· CONCRETE . :-(..1 · SEE TYPICAL DOWEL @5"o c. (TYP.J 'i �. , SEE TYPICAL DOWEL DETAIL, @10" o.c. •... . .· ' , ,• V No. 6 DOWELS@10" o.c. .. 2'-0" TYPE B WATERSTOP , •, ,; SEE TYPICAL DOWEL DETAIL, j .. ri· ( No 6 DOWELS@10" o.c / No. 6 BARS 2'-0" i) __ .. . ·.· · � . �o. 6 DOWELS@10"o.c / No. 5 BARS :·:- .l DETAIL, THIS SHEET(TYP.) (:., ';'. THIS SHEET (TYP.) No. 5 BARS VERT.--- - .J ·. · · I/ I 1- �- 1 • J' 1 T I---------------'------, ./ THIS SHEET(TYP. ) ., @10"o c e.f(TYP.) · •· , :} · - .• I ' ---i" CJ�,-1-... -+---1-+-t---1-+-t---1-+-t---1---1--,- .. • • • I �\� :�.=�- ����;-ae::::___'lij { -c· _..J ·���I-L..J--1--L--l--J. o,e l,_j_-l--L--l--l--!.-l-.J.Jf" <l: :_. · j..j, -+,-1--f-;,b;,.,l-+-l--t--l=-l-=·�l ;, , •:: -.j.-f- _ . �-.,,_- -i- ' --l -·. - · ,.-.,� .;:,.· -, 4-- -- No. 5 BARS@10" I I ,,______ JJ;"f1--1rt-""11,-11- <, �r',; <, �,�, t=1=J��t:1r_; �l:_, .. ··�:.!· !:��=�=�:! <, ;:!:!:;;; <, ct���=!-:!�:1 �. ·.·�· :_: - , I <, �-1----1--4.._ �· l-- ' <, -" c · - � ,-• i-:J�'l,l--1'-,!;. -'ic-j,.+-1�1�, ' � ·o,',s----t· l 1 "'1 " ... ';;;, . �,1-.• -I ft , , ,· . .. . . ·. _ .. ,H1�1rt - nl -- i--t�+f-t--l1 -i 1f - �1 ·. � � � . .- .' l- l ----ii'--- -1 -, 2; ::i:. 'J �ci+=-r: "�, --,-, ---;:j_._':,_ , l - --No. 6 VERT. DOWEL , , BARS@10" o.c. N u1ilx /- ' • 1---1--1·- � . � -· 1--4-- --1-- SEE TYPICAL DOWEL Jt;. '\J!t, .. n:, l. ·,. ' ... --- 'U .. r \;JI I , ; _j DETAIL, THIS SHEET : ,:: ·, · - · . . ... ' · -�. . ":·:· . . ·: �_ . ·� �:... �)·· ;:. ?: >·:.·.::·. . }., ; .f · : .'. :• �� ;! :": .- _·t�\ , .f •• ;'' . ...... ·r •. l - • T •• ·s· :' - I _ _,c�=�))_�( =!L 1 _f' �· �--:---- -- -�-=;. 1 �. =� 1 ,�. �- -:s·.---�·c--:?-"".-:. � ;- :· � '\� '":'�,�- ·1 14"T. CONC. SLAB - • w/ No. 6 BARS @ _,,,. . . 10"o.c.e.w.t.&b. (},, No 6 VERT. DOWEL7� BARS@5"o.c.(TYP.) 033000 - CAST-IN-PLACE CONCRETE TYPE A WATERSTOP 320516 - AGGREGATE FOR EXTERIOR IMPROVEMENTS WELL COMPACTED COARSE AGGREGATE TYPE (A3) :· -...:.-«-.,r-,r \c-;r�� )C )Q� \(""")1-· V ""'"'il J, · · l , · - l • . 1 ...., : / :, ,. : ,. .. ·J •• :·· :' \. _,. '. • •. • • • } • • • • • • ; .. : � .,. ,1 t• _,. : •• •·, - ,re-�· ._ "'-'-c- "'i' -�:::-'�Y�� '-..J r¥1'.:::-r-� '7""""\"'- '--' �<i::::-'r¥>�r-q:._ / q:._ \�, �r-� .. • • , • � • r • • • ' • � • I • � .$ .. • ' • t " • • • .1 .. .I • i • ' ... .. · • • • • " I at • • • � • \ l - � •.r •. t • • • • � L-No. 5 BARSx 3'-0"LONG '--No. 6 VERT. DOWEL <-No. 6 DOWEL BARS@ - • •. • • •) • • ,. • '. • sf. ', @5'" o c t&b. BARS@10"o.c 10"o.c. GREASE NEW \ AROUND PERIMETER SEE TYPICAL DOWEL END TO PREVENT BOND. �No 6 VERT. DOWEL BARS@10"o.c. I 24· �o· 24" DETAIL, THIS SHEET SEE TYPICAL DOWEL SEE TYPICAL DOWEL DETAIL, THIS SHEET No 6 BARS@10"o.c - DETAIL, THIS SHEET ADDITIONAL REINFORCINGAROUND OPENINGS. SEE DETAIL, THIS SHEET BACKWASH HOLDING TANK REINFORCEMENT DETAILS ADDITIONAL REINFORCING AROUND OPENINGS. SEE DETAIL, THIS SHEET <1 7 q . ' < .,, ' ' < < ' . - ' ' q 42" No 6x 42" I @5"o c.e.f. • •• ' I ' 12" T. CONC. WALL SEE REINFORCEMENT _( DETAIL, THIS SHEET • ' . q • ._f.' . TYPICAL CORNER REINFORCING DETAIL DO NOT SCALE (OPEN) ADD 1 - No. 5x 2'-0" LONG DIAGONAL EACH FACE OF OPENING NOTE: (OPEN) ADD BARS EQUAL TO� OF INTERRUPTED REINFORCEMENT TO EACH SIOE OF OPENING (2 - No. 5 EACH FACE MIN ) EXTEND LAP SPLICE LENGTH PAST EDGE OF OPENING 1APPLIES UNLESS SPECIFICALLY SHOWN OTHERWISE ON PLANS. 2. APPLIES TO ALL OPENINGS GREATER THAN 6"x6" OR 6'"0 TYPICAL OPENING DETAILS DO NOT SCALE �B A� _J fl<1 ,,., � ;( 4 r 1 � _J ,,., I ��";t I usE PIPE PENETRATION TYPE 1----- 1 1 r I IN NEW CONCRETE TOP SLAB. J, I USE PIPE PENETRATION TYPE 3 � I I I I IN EXISTING TOP SLAB. SEE PIPE PENETRATION q I DETAILS, SHEET S2.01. I 11 4 I _:{ I S.S. U-BOLT OR EPOXY REBAR. DRILL & EPOXY I NTO BOTTOM OF SLAB. SEE TYP. DOWEL DETAIL, THIS SHEET. <I I I I A._J SECTION A-A SECTION B-B LIFT ROD LOCKING DETAIL DO NOT SCALE PROPOSED CONCRETE DOWEL, SIZE AND LENGTH PER PLAN <I . :::I • -- <I A 033000 CAST IN PLACE CONCRETE TYPE B WATERSTOP <1 EXISTING CONCRETE 6"EMBED. (TYP.) fl q fl< 033000 CAST-IN-PLACE CONCRETE EPOXY ANCHORING ADHESIVE TYPICAL DOWEL DETAIL DO NOT SCALE SCALE: 3/8"= 1'-0" BACKWASH HOLDING TANK - PROCESS PIPING SECTIONS • REVISIONS BID SET C 2023 Millwc,;tern Enginc•crs. lm·. 802 Wc•.sl Bru:,dw:1y Street P.O. Bo.x 295 loogomee. lndiana 47553 DATE NOV. 2023 DESIGN J.W W.l'.'.T.M.K. DRAWN M.M.C.l'.'.K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 S2.03 24 OF 47 I FlLE NUMBER I 43647 Do Not Use Plan Previews for Take Off